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To estimate shear strength properties of a common foundation soil, a C-∅. 2.
The approach fill and the foundation soil were modeled using hyperbolic material properties.
The nonlinearity of the foundation soil is represented by an elastic-perfectly plastic model.
This chapter introduces a novel three-step method to consolidate liquescent foundation soil.
The Mohr-Coulomb constitutive model was used to simulate the foundation soil.
Seasonal variations in the contact stress depended on the seasonal freezing and thawing of foundation soil.
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The aim is identification of foundation-soil separation phenomena under a suite of ground motions with distinct frequency content.
Compared with the linear lumped soil model, the stiffness of tower foundation-soil model degrades in each cycle after considering uplifting and yielding.
This study presents a finite element (FE) model of the turbine-tower-foundation-soil system for analyzing causes of resonance and assessing effectiveness of mitigation measures.
As the dimensionless mass ratio increases, the vertical and torsional responses increase at low frequencies but decrease at high frequencies, while the fundamental frequency of the foundation-soil system also decreases.
Based on Biot's dynamic poroelastic theory, a foundation soil interaction model is established to investigate the vertical vibrations of a rigid circular foundation on poroelastic soil excited by incident plane waves, including the fast P waves and SV waves.
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